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HomeMy WebLinkAboutZ-5430-D MapI NEW 6' WIDE LANDSCAPE BUFFER NEW 60'x80' LEASE AREA CENTERLINE OF NEW 5' UTILITY EASEMENT NEW LESSEE GENERATOR NEW LESSEE 9'X16' PAD OVERALL SITE LAYOUT PLAN SCALE: 1' = 60' I I I I Il I I iI l I I I — I i T 0 H- Of Of [�l381 t6.± 136'±-- rD N 26TH STREET F- FF EXISTING ASPHALT DRIVE CENTERUNE OF NEW 30' WIDE ACCESS/UTILITY EASEMENT I,7 I EXISTING DIRT DRIVE �1 t EXISTING SCHOOL AUDITORIUM 372'± 343'± } PROPOSED 120' MONOPOLE I+No LAT: 34' 43' 50.643' N LON: -92' 22' 19.143' W ELFV: 405.6' AMSL - -PROPOSED 68'x48' COMPOUND WITH 8' HIGH WOODED FENCE I I 1 l l I I 1 t EST. NO GTNE?lC 1.75'4 c m W E S A E,'F�11 \: I.rr7l, Jnr/�•`i lf��i �7 i���i ': ELY Sly Planning Dev :;orrnelnt Staff ;;uvf _C t0Illx;Tl:i k' �c-Erj on Vi'CF Por ANY DEVIATION! FROM A oiI r- nI Ar.l iIrllilC` TWi^ THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 04/05/05 do STAMPED 05/18/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZON WIRELESS TENNESSEE PARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: GDF JOH RBS APPROVED BY: MDB PROFESSIONAL ENGINEER ATE p; �t at►tS ARXANSAS *� REGISTERED PROFESSIONAL ENGINEER r a EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 PARKVIEW HIGH SCHOOL 165746 LITTLE ROCK BTA SITE ADDRESS / COORDINATES 2525 JOHN BARROW ROAD LITTLE ROCK, AR 72204 34°43'50.643"N -92°22'19.143"W SHEET TIRE OVERALL SITE LAYOUT PLAN SHEET NUMBER 01 EST. NOM NETIC RTH 1.75'f W E S NEW 8' HIGH WOODEN FENCE NEW 60'x80' LEASE AREA NEW 6' WIDE - LANDSCAPE BUFFER NEW LANDSCAPING —� (TYP). SEE SHEET 04 NEW LESSEE METER ON NEW UTILITY H -FRAME CENTERLINE OF NEW 15' WIDE UTILITY EASEMENT ' NEW LESSEE UTILITY RACK 6'-0" LANDSCAPE BUFFER C 0 •i 0 0 CI m r 0 0 0 0 INSTALL NEW 6' THICK LIMESTONE GRAVEL &LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND &EXTEND 1' OUTSIDE FENCE CONSISTING OF 2" LAYER J57 LIMESTONE GRAVEL, ON TOP OF 2' LAYER CRUSHER RUN, ON TOP OF 2' BASE OF 2" TO DUST COMPACTED. 53'-0' EXISTING I DIRT ROAD ' NEW 12' WIDE GRAVEL DRIVE / CENTERLINE OF II(EW 30' WIDE ACCESS/U))UTY EASEMENT - - NEW LESSEE11- WIDE GATE I / r I Doooo00000Iv8 34'-4" Lf L / rn 4'-0' E Ll_ ==I rn=s Iqf I - 16'-0" NEW SITE LIGHT. SEE- DETAIL EE DETAIL 4 ON SHEET m 1z 68'-8" 80'-0" SITE LAYOUT PLAN SCALE: 1/4' = 1'-0' 22' x 34' PAPER SIZE SCALE: 1/8" = 1'-O" 11" x 17' PAPER SIZE PROPOSED 120' MONOPOLE LAT: 34' 43' 50.643" N LON: -92' 22' 19.143" W ELEV: 405.6' AMSL NEW LESSEE ICE BRIDGE NEW LESSEE 9'X16' PAD 25'-o" LESSEE FUTURE BATTERY CABINET - NEW LESSEE BATTERY CABINET - NEW LESSEE EQUIPMENT CABINET -LESSEE FUTURE EQUIPMENT CABINET r p 0 0 CID 3 � sf � 0 THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 04/05/05 & STAMPED 05/18/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. N ERIZON WIRELESS TE NNESSEERARINERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: GDF JOH RBS APPROVED BY: MOB Ir ARKANSAS ,#o/s➢�* REGISTERED PROFESSIONAL ENGINEER R lr. N.- 1197.6 IWOi VALID WIT4WrSIGIATUAE & SEAL) COMMUNWAMOF4M COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 PARKVIEW HIGH SCHOOL 165746 LITTLE ROCK BTA SITE ADDRESS! COORDWATES 2525 JOHN BARROW ROAD LITTLE ROCK, AR 72204 34°43'50.643"N -92'22'1 9.143"W SHEEP TRLE SITE LAYOUT PLAN SHEETNUMBER 02 NEW LESSEE • •' GENERATOR 1 4'-0" NEW LESSEE 4'x10' GENERATOR PAD. SEE rT SHEET 08 FOR DETAILS y C) 0 0 C) rn 4'-0' E Ll_ ==I rn=s Iqf I - 16'-0" NEW SITE LIGHT. SEE- DETAIL EE DETAIL 4 ON SHEET m 1z 68'-8" 80'-0" SITE LAYOUT PLAN SCALE: 1/4' = 1'-0' 22' x 34' PAPER SIZE SCALE: 1/8" = 1'-O" 11" x 17' PAPER SIZE PROPOSED 120' MONOPOLE LAT: 34' 43' 50.643" N LON: -92' 22' 19.143" W ELEV: 405.6' AMSL NEW LESSEE ICE BRIDGE NEW LESSEE 9'X16' PAD 25'-o" LESSEE FUTURE BATTERY CABINET - NEW LESSEE BATTERY CABINET - NEW LESSEE EQUIPMENT CABINET -LESSEE FUTURE EQUIPMENT CABINET r p 0 0 CID 3 � sf � 0 THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 04/05/05 & STAMPED 05/18/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. N ERIZON WIRELESS TE NNESSEERARINERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: GDF JOH RBS APPROVED BY: MOB Ir ARKANSAS ,#o/s➢�* REGISTERED PROFESSIONAL ENGINEER R lr. N.- 1197.6 IWOi VALID WIT4WrSIGIATUAE & SEAL) COMMUNWAMOF4M COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 PARKVIEW HIGH SCHOOL 165746 LITTLE ROCK BTA SITE ADDRESS! COORDWATES 2525 JOHN BARROW ROAD LITTLE ROCK, AR 72204 34°43'50.643"N -92'22'1 9.143"W SHEEP TRLE SITE LAYOUT PLAN SHEETNUMBER 02 EST. NOM GNNETIC 1.75'± C W E S - INSTALL NEW 6' THICK LIMESTONE GRAVEL & LANDSCAPE GEOTEXTILE % FABRIC INSIDE COMPOUND & EXTEND 1' OUTSIDE FENCE CONSISTING OF 2" LAYER #57 LIMESTONE GRAVEL. ON TOP OF 2" LAYER CRUSHER RUN, ON TOP OF 2" BASE OF 2" TO DUST COMPACTED. INSTALL 2" MIN. LAYER CLEAN PINESTRAW MULCH (TYP) LO -0-0-0 - -0- INSTALL NEW 7 GAL. ELEAGNUS SHRUBS AT 4'-0" O.C., MIN. 30' TALL WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET cl-D-1 0E] Li 0 4'-0" O.C. (TYP) 27'(TYP) THIS PLAN IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN ENGINEERING GROUP, INC. DATED 04/05/05 & SCALE: 3/16' = 1'-0" STAMPED 05/18/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. / / I I 1 o l 1/ u I I of I of + I I 101 1Q I �o 101 I 1011 10 I I I 1 I 1 o_ _o_ _o_ _o_ INSTALL NEW RED MAPLE TREES AT 27'-0" O.C., MIN. 1 2" CALIPER WHEN PLANTED. SEE PLANT LIST TABLE & TREE PLANTING DETAIL THIS SHEET 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES in COMMON NAME - --TOPSOIL MIXTURE TAMPED SCARIFY SIDESFIRM BEFORE PLANTI5X rlES TO PREVENT SETTLEMENT ROOTBALL TREE PLANTING DETAIL - l� f l to f 1 0 to f C) I JJ1 'I + 1 - INSTALL NEW 6' THICK LIMESTONE GRAVEL & LANDSCAPE GEOTEXTILE % FABRIC INSIDE COMPOUND & EXTEND 1' OUTSIDE FENCE CONSISTING OF 2" LAYER #57 LIMESTONE GRAVEL. ON TOP OF 2" LAYER CRUSHER RUN, ON TOP OF 2" BASE OF 2" TO DUST COMPACTED. INSTALL 2" MIN. LAYER CLEAN PINESTRAW MULCH (TYP) LO -0-0-0 - -0- INSTALL NEW 7 GAL. ELEAGNUS SHRUBS AT 4'-0" O.C., MIN. 30' TALL WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET cl-D-1 0E] Li 0 4'-0" O.C. (TYP) 27'(TYP) THIS PLAN IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN ENGINEERING GROUP, INC. DATED 04/05/05 & SCALE: 3/16' = 1'-0" STAMPED 05/18/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. / / I I 1 o l 1/ u I I of I of + I I 101 1Q I �o 101 I 1011 10 I I I 1 I 1 o_ _o_ _o_ _o_ INSTALL NEW RED MAPLE TREES AT 27'-0" O.C., MIN. 1 2" CALIPER WHEN PLANTED. SEE PLANT LIST TABLE & TREE PLANTING DETAIL THIS SHEET 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES in PLANTING LIST QUANTITY SCIENTIFIC NAME COMMON NAME - --TOPSOIL MIXTURE TAMPED SCARIFY SIDESFIRM BEFORE PLANTI5X rlES TO PREVENT SETTLEMENT ROOTBALL TREE PLANTING DETAIL PLANTING LIST QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT x WT) 8 "AGER RUBRUM" RED MAPLE 60 FT x 20 FT 60 "ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 FT PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW GENERAL PLANTING NOTES: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER -GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW AS SPECIFIED. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. 7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. B. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. 9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR INSTALLATION. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES. QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. 13. STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION, REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING. 15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSLEY VEGETATED OR WHERE DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST APPROVAL 16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. VERIZON WIRELESS TENNESSEEPARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY:GDFJOH RBS APPROVED BY: MDB ARKANSAS ifIlEGISTEREO PROFESSIONAL EiNIGIN-EEIR 6 SEAL) CCMAltU?MC0ff)0f49L u EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 PARKVIEW HIGH SCHOOL 165746 LITTLE ROCK BTA SITE ADDRESS I CMRDMTES 2525 JOHN BARROW ROAD LITTLE ROCK, AR 72204 34°43'50.643"N -92°22'19.143"W SHEET TITLE SITE LANDSCAPE PLAN SHEET NUMBER mll z I I I 1 l � I 1 I I I I I I I I I 1 EXISTING ASPHALT ORNE I µ CA m CENTERLINE OF NEW 30' WIDE ACCESS/UTILITY µ III EASEMENT I // • NEW 6' WIDE LANDSCAPE BUFFER I I �I EXISTING DIRT DRNE I NEW 60'x80' LEASE AREA EXISTING I oQ �'r SCHOOL A `' AUDITORIUM o of 176'± i cl 136 # + 372'± _1 CENTERLINE OF I 136'± 343'± NEW 5' UTILITY � r `""`"`'u EASEMENT * J �� PROPOSED 120' MONOPOLE >� LAT: 34. 43' 50.643' N CNI FF . LON: —92' 22' 19.143' W t ELEV: 405.6' AMSL — - — — — — PROPOSED 68'x48' COMPOUND WITH 8' 26TH STREET HIGH WOODED FENCE I NEW LESSEE I GENERATOR I NEW LESSEE 9•X16' PAD ' I I I I I I I I OVERALL SITE LAYOUT PIAN ' SCALE: 1' = 60' EST. HA GENETIC 1.7s•± rn W E S BY Planning ,(aTlt Staff �rdivo t- Or, llv'CF Permit. -1 f: y Da ANY DEVIATION FROM APPROVED SITE E PLF,,Nl GIDS o THIS rrn — : Li {I��lli ! . Z -; 4/31- �/> THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 04/05/05 & STAMPED 05/18/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZONWIRELESS TENNESSEEPARTNERSH/P 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY:GDF JOH RBS APPROVED BY: MOB PROFESSIONAL ENGINEER FfciA-DF —, b A. 'As�1SRS REGSTERED h PROFESSIONAL ►4 ENGIIEcER e p ■ ow ,�" ..j - EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.9562632 PARKVIEW HIGH SCHOOL 165746 LITTLE ROCK BTA SITE ADDRESS I COORDINATES 2525 JOHN BARROW ROAD LITTLE ROCK, AR 72204 34043'50.643"N -92'22'19.143W SHEETTITLE OVERALL SITE LAYOUT PLAN SHEET NUMBER 01 EST. MAGNETIC NOSH 1.75± l c W E S NEW 8' HIGH — WOODEN FENCE NEW 60'x80' LEASE AREA NEW 6' WIDE LANDSCAPE BUFFER NEW LANDSCAPING - (TYP). SEE SHEET 04 NEW LESSEE METER ON NEW UTILITY H—FRAME CENTERUNE OF NEW 15' WIDE UTILITY EASEMENT i i i NEW LESSEE UTILITY RACK LANDSCAF BUFFER 0 0 0 0 o` 0 0 0 0 INSTALL NEW 6' THICK LIMESTONE EXISTING 1 ' GRAVEL & LANDSCAPE GEOTEXTILE DIRT ROAD / FABRIC INSIDE COMPOUND & EXTEND NEW 1 ,DRWIDE VE 1' OUTSIDE FENCE CONSISTING OF 2" LAYER #57 LIMESTONE GRAVEL, ON TOP OF 2' LAYER CRUSHER RUN, ON CENTERUNE OF II(EW 30' TOP OF 2" BASE OF 2' TO DUST WIDE ACCESS/U)ILITY EASEMENT COMPACTED. NEW LESSEE 1R' 53'-0' WIDE GATE - J / 71. s' II NEW LESSE GENERATOF NEW LESSEI t... GENERATOR PAD. SEE SHEET 08 FOR DETAILS 34'-4" PROPOSED 120' MONOPOLE LAT: 34' 43' 50.643" N LON: —92' 22' 19.143" W ELEV: 405.6' AMSL NEW LESSEE ICE BRIDGE NEW LESSEE 9'X16' PAD NLVV Nit UUMI. JLC DETAIL 4 ON SHEET 13 OOOOOOOOOOOOOO� SITE LAYOUT PLAN SCALE: 1/4" = 1'-0' 22' x 34" PAPER SIZE SCALE: 1/8' = 1'-0" 11" x 17" PAPER SIZE VER/ZON WIRELESS TENNESSEEPARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION I 4'—FLF= i� PROJECT NO: 25'-0" +I II CHECKED BY: GDF JOH RBS f BY: MOB JLESSEE FUTURE BATTERY CABINET NEW LESSEE _ BATTERY CABINET L NEW LESSEE EQUIPMENT CABINET LESSEE FUTURE EQUIPMENT CABINET NLVV Nit UUMI. JLC DETAIL 4 ON SHEET 13 OOOOOOOOOOOOOO� SITE LAYOUT PLAN SCALE: 1/4" = 1'-0' 22' x 34" PAPER SIZE SCALE: 1/8' = 1'-0" 11" x 17" PAPER SIZE VER/ZON WIRELESS TENNESSEEPARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION I f f I I I I f I � I 00 00 o I I m I I I i f I I f I 1 F= I 1 I i 1 I r II THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 04/05/05 & STAMPED 05/18/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ARKANSAS REGISTERED PROFESSIONAL ENGINEER "o- 11926_a (NOT VALID %VT}Yff$IONATURE 6 SEAL) EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX:20S.956.2632 PARKVIEW HIGH SCHOOL 165746 LITTLE ROCK BTA SITE ADDRESS ICODRDWATES 2525 JOHN BARROW ROAD LITTLE ROCK, AR 72204 34°43'50.643"N -92°22'19.143"W SHEET TITLE SITE LAYOUT PLAN SHEET NUMBER 02 PROJECT NO: ! DRAWN BY: JAL +I II CHECKED BY: GDF JOH RBS f BY: MOB APPROVED f I f f I I I I f I � I 00 00 o I I m I I I i f I I f I 1 F= I 1 I i 1 I r II THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 04/05/05 & STAMPED 05/18/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ARKANSAS REGISTERED PROFESSIONAL ENGINEER "o- 11926_a (NOT VALID %VT}Yff$IONATURE 6 SEAL) EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX:20S.956.2632 PARKVIEW HIGH SCHOOL 165746 LITTLE ROCK BTA SITE ADDRESS ICODRDWATES 2525 JOHN BARROW ROAD LITTLE ROCK, AR 72204 34°43'50.643"N -92°22'19.143"W SHEET TITLE SITE LAYOUT PLAN SHEET NUMBER 02 Z O H >Q W w L'i 3 O H VERIZON WIRELESS TENNESSEEPARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: GDF JOH RBS APPROVED BY: MDB II v ---Z ARKANSAS EGISTERED PROFESSIONAL ENGIN=_R 6 SEAL) D?/G EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 PARKVIEW HIGH SCHOOL 165746 LITTLE ROCK BTA SITE ADDRESS I COORDINATES 2525 JOHN BARROW ROAD LITTLE ROCK, AR 72204 34°43'50.643"N -92°22'19.143"W SHEET TIRE TOWER ELEVATION SHEET NUMBER 03 EST. MAGNETIC NORTH 5.75't C R! W E S W* INSTALL NEW 6" THICK LIMESTONE ' GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND / { 1' OUTSIDE FENCE CONSISTING OF 2" LAYER #57 LIMESTONE GRAVEL, ON � ► TOP OF 2" LAYER CRUSHER RUN, ON TOP OF 2" BASE OF 2' TO DUST / ► COMPACTED. �' / / ► INSTALL 2" MIN. LAYER CLEAN ► PINESTRAW MULCH (TYP) aaQ -i a 01 al al la � a1 aE ► 101 101 a101 fa I f ►a I L_J f la 1010 r 1 u r -I LO -0-0-0 __o INSTALL NEW 7 GAL. ELEAGNUS SHRUBS AT 4'-0" O.C.• MIN. 30" TALL WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 04/05/05 & STAMPED 05/18/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. y`a_ai -- a_o_o_o_o �a� 4'-0" O.C. --INSTALL NEW RED MAPLE (TYP) TREES AT 27'-0" O.C., MIN. 27'(TYP) 2" CALIPER WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET J SITE LANDSCAPE PLAN SCALE: 3/16" = 1'-0" 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES ea JI II TOPSOIL MIXTURE TAMPED SCARIFY SIDES BALL FIRM TO PREVENT SETTLEMENT BEFORE PLANTING 5 TIMES (5X ROOTBALL TREE PLANTING DETAIL PLANTING LIST QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT x WT) 8 'ACER RUBRUM" RED MAPLE 60 FT x 20 FT 60 "ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 FT PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW 10 �a 10 10 jo la 1a I i W* INSTALL NEW 6" THICK LIMESTONE ' GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND / { 1' OUTSIDE FENCE CONSISTING OF 2" LAYER #57 LIMESTONE GRAVEL, ON � ► TOP OF 2" LAYER CRUSHER RUN, ON TOP OF 2" BASE OF 2' TO DUST / ► COMPACTED. �' / / ► INSTALL 2" MIN. LAYER CLEAN ► PINESTRAW MULCH (TYP) aaQ -i a 01 al al la � a1 aE ► 101 101 a101 fa I f ►a I L_J f la 1010 r 1 u r -I LO -0-0-0 __o INSTALL NEW 7 GAL. ELEAGNUS SHRUBS AT 4'-0" O.C.• MIN. 30" TALL WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 04/05/05 & STAMPED 05/18/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. y`a_ai -- a_o_o_o_o �a� 4'-0" O.C. --INSTALL NEW RED MAPLE (TYP) TREES AT 27'-0" O.C., MIN. 27'(TYP) 2" CALIPER WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET J SITE LANDSCAPE PLAN SCALE: 3/16" = 1'-0" 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES ea JI II TOPSOIL MIXTURE TAMPED SCARIFY SIDES BALL FIRM TO PREVENT SETTLEMENT BEFORE PLANTING 5 TIMES (5X ROOTBALL TREE PLANTING DETAIL PLANTING LIST QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT x WT) 8 'ACER RUBRUM" RED MAPLE 60 FT x 20 FT 60 "ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 FT PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW GENERAL PLANTING NOTES: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER -GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW AS SPECIFIED. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. 7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. 8. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. 9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR INSTALLATION. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCUMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION, REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING. 15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSLEY VEGETATED OR WHERE DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST APPROVAL 16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. NERIZONW/RECESS TENNESSEEPARTNERS111P 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: GDF JOH RBS APPROVED BY: MDB 1 07120/05 ISSUED FOR WCF HEV DATE DESCRIPTION P}ipFF.SMI�PJ4Er j: GINEER ;jA 0i f—Z + KANSAS t 4 EGISTERED PROFESSIONAL EiiNG NEER �1 * * * s�lr No i l _ $ ,hQ ( o N1ATU419 &SEALI Lr oommupompmopm mm EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 PARKVIEW HIGH SCHOOL 165746 LITTLE ROCK BTA SITE ADDRESS I CODRD@MTES 2525 JOHN BARROW ROAD LITTLE ROCK, AR 72204 34°43'50.643"N -92°22'19.143"W SHEETTRLE SITE LANDSCAPE PLAN SHEET NUMBER 9 MC= ArAP -- — 0 - POWER 80K o - s/e• COPED maw Ser + I I E - WATER Mt7Ex fS1109 } m - LPmEsrA e - FDOAa PRa•rnrr Mas ER W VA ° ' ©=cls vAcwtW O -ser Pse "At — — & SITE ® - WATER VALVE - Tf76•nOtRr aErerr MW ® -Gly METER Pah WtlN OF 8SAWENG 1 i VD — — O d O O ❑ N r7 h Q _ of / tf - FIRE HyvRAlr FVMr aF LGMM[NCQ@!T t _ P f ? V _ P A P P T P ? - {irR/% POLE �(1; •' POW Or f}Ri�W T + i i N 67'52'27• V.` 391.76'# ' Zip - 1-- ' ` - - / ry �, - LXff OLEE • - cfccaLaTEn Eawr HALT DRNE i IVPam Car AMOROIP [R1 - RECUROEn iwrowuarnw TO SCA ANOMIMM WATER Z SANRARr � PGR 30' - - - --- - - - - - - - - - - - SMW Sam? g S HROWNWOO 2 TERRACE PHASE z 9 21 22 23 511521 53 54 55 1 56 SURVEYOR'S NOTES I % } I LINE HERRING DISTARCE I /,I ` GUARD POST 1. Topographic & Lease Parcel Survey, made on the ground under the ! I LI N 92.18'07• E 6010' r �. �oyp•) supervision of an Arkansas Registered Land Surveyor. Date of field survey Is L2 S 87.41'53' E 811101 , March 23, 2005. lV N I 1 L3 S 92'18'07' V 50.00' r i ! • 2. Bearings are tweed on Arkansas South State Plane Coordinates W83. V m L4 N 67'41'53' V BA00' t •! , • 3. No underground utilities, undergroundrrr encachments or [wilding fovndgiions were measured or located as a part of this survey. unless otherwise shown. Q jI$ ] ! • Trus and shrubs not located, unless otherwise shown. Q 4. Benchmark used is a concrete monument and brass disc. NAVD 88 Datum P � f "I 1 I with an est� blished elevation of 303 feet. (92.4 meters), PID AE3004. Onsitebenchmark ias shown hereon. Elevations shown are in feet and refer to y r•_ rT�� •• , , NAVD 86. � S. This survey was and is n for the purpose of a Topographic ry Lease J � D O � I I h Parcel Survey only, and is not intended to delineate the regulatory jurisdiction Q I l� POB 30' `�>T^�i! �•� qd of any federal, state, regional or local agency, board, commission or other 118 2 q rC XGR=/l GP= & g _rEr, om eV similar entity. Lt 3� 1 UTDITY Ri'ASkif6'N1•- cs 6. Attention is directed to the foot that this survey may have bean reduced V x O I� 0 0.41 ACRES-* C P��T I�� or enlarged in size due to reproduction. This should be taken into gg LITTLE ROCK SCHOOL DISTRICT I d ,410 / �• consideration when obtaining scaled data. O w I 1 D.B. 844, PG. 289 a tis I� a 7. This Survey was conducted in reference to a Certficate of Title Examination Letter by Stewart Title of Arkansas, File 1305377, dated March Y U 10B I PO + c 18, 2005. C7 c ca h a ! I rL 4 ' �.r,—�_ B. Surveyor hereby states the Geodetic Coordinates and the elevation shown Q O O I } w — _ _ for the proposed eenterilne of the tower aro accurate to within + 15 feet Q I � r „��r '� "tel horizontally and to within t/- 3 feet vertically (FAA Accuracy Code 1A). N O O q dy c� I L �' + TEMPORARY gEN�RK ��'�'� 9. Survay shown hereon conforms to the Minimum Requkomente as set forth 6 I �� `�- 2 ,gOt,Z' pf,} Pm6 gypl;AHT / by the State Board for a Close A" Survey. �i" � � I IX 65.012'. ( - I SISYAIION = 408.39' / 10. Field tltlla upon which this map or plat is based has o closure precision �7 Z of not lose than one in 15,000 feet (1':15,000') and an angular error 7a I I POB 5' UTRLITY W� I ,i that does not exceed 10 seconds times the square root of the number of I I I BASIMIZINT �_ f , angles turned. Field traverse was not adjusted. 1 t 0.0E ACRES.* 1 06 CONCRETE I 1 I 4 _{ I = 0 r r 6r, 00 N, tt O E ' i5 %J A +D<� f a ' FLOOD NOTE W .� I ' I 1L The subject property appears to Ile in Zane "X" or the Flood Insurance Rate V ����� Map Community Panel No. 05018 0101 F. which bears an effective date of I { I oo>fd October 19, 2001 and IS NOT in a spedol flood hazard area. No field r� I P0@ 60' X 80' measurements were used in this determination and an elevation certificate I LEASE ARIDA � � � may be needed for verification. + I SERNCE POLE I 0.11 ACRW.* I + 0 6 ! 28TH 9TRESTREET1F PDS ' UTRLITY 9 I sAsseearr ' I` 3 I V)0 i I CENM OF To.. in l f� 99 to I I WI LAT: 34.43'50.643` NORM 82 x i ! LON. 92'19.143" WEST z a 21% 0 ��`� * •�•' • • `' • '" %f/ •5 pip O 1 ! ^! n GROUND EILVATION 405.8' is r' M- • ' • I d P Co N 1 I el^+ N 22 1 ; •+ AOSAS •� •� C 0 Co 4 z 'E a 23 �+p''O. 142 - W N a 11 l g 24 / T LO L/.YJ 1 I POC 60' X 80' LEASE AREA, 90' I 28TH STREET "D 0 I I u'Crr S/F'CFtE & U7MITY V1 N W v W ! i EEAASEMENTT AND s arum ! OWHERSHLP MAP .� •fig, � - � I + O 30' 60' 90' NOT TO SCALE �� •� l f ��� ; •�'k� I I + rf� i%'� •fir! J _ k — — — — — — — — — — — — SCALE1 — 3D PARENT TRACT (DEED BOOK 844, PAGE 289) — — �r�/ ��I£�� h `�`\'�� 3•*y — — — — SURVEYOR'S CERTIFICATION �� p s+ ` •• 4t i•••M 1 I RIGHT-OF-WAY DEDICATION N1/2 SEI/4 SWI/4, Section 11, Township 1 North, Range 13 West, 1 INSTRUMENT #20D4060214 containing 2D acres, more or less, SUBJECT HOWEVER, to the existing right-of-way for John Bartow Rood on the West and to any and all other To Verizon Wireless: existing rights-of-way for roads and/or streets, dedicated or otherwise. d L-- --- I This is to certify that this map or plat and the survey on which it is based were made b0 O � �_,•.� ___�-_ in accordance with "kfinimum Standard Detail Requirements for ALTA/ACSM Land Title to Surveys,' jointly estabibbed and adopted by ALTA. ACSM and NSPS in 1999, and includes p I -PU6UC RROfIT-OF�TTAr hems 1-6, 10-12 of Table A thsreoT. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and AGSM and in effect on the data of this certification, undersigned further 1'CRIMP certifies that Oi R •the survey measurements were made in accordance with the 'Minimum Angle, Distance, I and Closure Requirements for Survey Measurements Which Control Land Boundaries for LOT 20LOT 1 E`i ALTA/ACSM Land Title Surveys." .y PARKVIEW HIGH SCHOOL AR d #16 5746A BLOCK 1 fWD SANDON ADDITION za wllliam _Howell SEC. 11, T -1-N, R -13-W O Z i SR Arkansas Rogista No. 1425 PULASKI COUNTY, ARKANSAS di TITi E EXCEPTION NOTES This survey la Lased on a Certificate of Title Examination prepared by Stewart Title of Arkansas, Title No. 305377, dated March 18, 2005. Items not listed below are standard title exeeptlona and/or are not matters or issues that pertain to this survey. 1. Dedication Deed filed July 21. 2004, instrument 20040fi0214, by and between unia Rock School District and the City of Uttle Rock, records of Pulask+ County, Arkansas. Affects subject property and is shown hereon. 2 Warranty Deed fled March 4. 19133, instrument 83-10446, by and between Little Rock School District and the City of tittle Rock. records of Pulaski County, Arkansas. Affects subject property and is shown hemosl. 3. Right of Way by and between Little Rock School District of PCA and Lillie Rock Municipal Water Works, filed February 13, 11187. instrument 87-10542, records of Pulaski County, Arkonsas. Affects subject property but blanket in nature therefore cannot be shown hereon. 4. Easement by and between Joe T. Hirecheider and Southwestern Bell Telephone Company, filed September 14, 1979, instrument 79-42429, records of Pulaski County, Arkonsos- 5upportlre document contains insuWreconi ;nformolion for thin surveyor to determine the affect on the subject property. 5. Easement by and between Kennoth N. Thompson and Southwestern Bell Telephone Company, filed September 14, 1979, instrument 79-42430, records of Pulaski County, Arkansas. Supportive document contains insufirmient infomwlloo for this surveyor to determine the affect on the subject property. 6- Eosemont by and bah sen C ❑ Thompson and Southwestem Belf Telephone Company, filed September 14, 1979, instrument 79-42431, records of Pulaski Courdy, Arkansas. Supportive document conta&es insufficient Informotlon for this surveyor to determine the affect an the subject properly. 7. Easement by and between Loa Minick and Southwestern Bell Telephone Company, filed September 14, 1979, instrument 79-42432, records of Pulaski County, Arkansas. Supportive document contains insufficient information for thle surveyor to determine the effect on the subject properly. 8. Easement by and between Georgia L Nordmon and Southwestern Bell Telephone Company, filed September 14, 1979, fnetrument 79-42433, records of Pulaski County. Arkansas. Supportive document contairm insufficient infamration for this surveyor to determine the affect on the subject property. 9. Easement by and between Utde Rock School District end Little Rock Water Commtealon, doted Jonuorty 3, 1967, in took 985, page 317, records of Pulaski County, Arkansas. Supportive document is lllogible for this surveyor to determine the affect on the subject property. 10. Easement by and hatwsan Joe T Hirscheider and Sewer Improvement District, filed July 12, 1'973, to book 1154, page 348, records of Putastd County, Arkansas. Supportive document is illegible for this surveyor to determine the effect an the subject property. A parcel of land being a portion of that certain tract of land as descr;bed In Deed Book 844, Page 289 to the CFrcuit Clerk'e Office, Pulaski County, Arkansas lying in Section 11, Township 1 North, Range 13 West and bafng more portlwiarly described as follows: Commence at o t' crimp pipe found in place at the Northwest comer of Lot 1, Block 1, Sondon Addition; thence run N 02'0738` E a distence of 372.74 feet to a 5/8" tabor set (SMW) and the Point of Beginning; thence N 82'18'07' E a distance of 60.00 feet to o 5/8" rebor set (SMW): thence S 87'41'53" E a distance of 80.00 feet to a 5/0" rebar set (SMW); thence S O2.18'67' W a distance of 66.40 feet to a 5/8" rebof eat (SMW); thence N 87'41'33" W a distance of 80.00 feet to the Paint of BeglanIng. Said above described parcel contains 0.11 acres, more or less. 30' INGRESS/EGRESS & ITTILM EASEMENT An easement being a portldn of that certain tract or land as described In Deed Book 844, Pogo 289 in the Circult Clerks Office, Pulaski County, Arkansas lying in Sertlon 11, Township 1 North, Range 13 West and being more porticularty described as follow! Commence at a 1' crimp pipe found In place at the Northwest corner of Lot 1, Black 1. Sandan Addition: thence run N 02'07'36' E a distance of 372.74 feet to a 5/8' rebor set (W: thence N 02'18'07' E a distance of 60.00 feet to a 5/8" tuber set (SMW): thence S 87'41'53' E a distance of 65.00 feet to the Point of Beginning of an Ingress/Egnems & Utility Easement being 30 feet in width and lying 15 feel on each side of the follow;ng desaribed centertirs: thenoe N 19'34'12" E a distance of 530.15 feet m a point; thence N 3$52'04" E a distance of 62.35 fact to a point; thence N 33'11'31" E a distance of 86.33 feet to a paint; thence N 8752'27' W e distance of 341.76 feet, mare or leas, to the &enter laneof Borrow Road and the Point of ErKRng. Sold above describod oeesmant contains 0.41 acres, more or lass. An easement being a portkan of that certain Iroci of land os deecr5bod in feed Book 844. Page 289 in tea Crcuit Clark's Office, Pulaski County, Arkansas lying in Section 11, Township 1 North, Range 13 West and being moa particularly described as foliarrs: Commence at a 1" crimp pipe found in place of the Northwest caner of Lot 1, Block 1, Sondon Addition; thence tun N C2'07'38' E a distances of 372.74 feet to a 5/8' labor all (SMW): thence N 0718'07" E a distance of 12.52 feet to the Point of Beginning of an Utility Easement being 5 feet in width and lying 2.5 feet on each side of the following described centerl;ne; thence S 75'15'39" W a distance of 135.60 feet, mora or less, to the Point of Ending. Said above described easement contains 0.02 acres, more or less PARKVIEW HIGH SCHOOL AR #16 5746A SEC. 11, T -1 -Al, R-1 3-W PUTASKICOUNTY. ARKANSAS A p d e Rnu m 0 bo ;,,1 d W �WD 111'M o0y k7 Q J W YX WOO U �Wti 3:5 Ica F arO U F A p d e Rnu m 0 bo ;,,1 d W �WD 111'M o0y